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66'-10" <br />3'-4" 30'-9" 32'-9" <br />6'-0" O/C MAX., <br />TYP., UNO <br />N <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />3 1 FM-16X18 FM-16X,8 <br />1 1 ;h <br />0 " PVC CHASE <br />iFOR I <br />16'-2" 1� ELEC. @ <br />ISLAND <br />o <br />v <br />?� <br />1 13'-8" <br />X <br />m <br />m <br />1 <br />FM-16X18— <br />1 <br />I <br />L FM-16X,8 11 - <br />I <br />m 6' -B.. 6'4" <br />�I I <br />3,A„ T-4„ I g 1 <br />LL <br />EXTEND n <br />SLAB 1 112" 1 I� <br />I I EXTEND <br />SLAB 1 1/2" ( <br />I <br />I � <br />cwc-12x12 _ J <br />— <br />I <br />7 3 2 FMC-16X18 <br />F <br />CO <br />NC. 4"1 <br />1 SLAB I� 1.1 9,_0„ 1d 1.1 13'41 <br />0 <br />4 <br />w <br />AAoo QQ r--�—.31/2'I <br />6PPSLAB <br />~ <br />1 I` <br />F I EXTEND 14" CONC. 1 <br />N <br />/2"SLAB 1 1,SLAB <br />FSLPE' 28,_7" 6'-7-SLOPE I <br />LL <br />1 *-3 1/2" PERPTJ <br />m <br />I XI <br />1 4 <br />101-01, <br />x <br />I 1 31/2"* 1 <br />SLOB f <br />m <br />I FM-,6X18 <br />4" PVC <br />19. <br />1.1 CHASE �. I <br />1 <br />1.1 1 4 4 <br />w I <br />x <br />v <br />� <br />I <br />ILL <br />2� <br />XI <br />TE-1 I 15' <br />12 <br />4" CONC. 4' 1.1 I LL <br />I $_1712T�w L1 O 1 <br />c - 11 <br />L SLAB — — — FM-16X18 — — — — — — — _ — — _ _ _ _ _ FM-16XlS _ — — — y — — FMC-16X18 — — <br />0'_0„ <br />4 <br />TOP OF <br />,,, <br />SLAB <br />25'4" 5' 0" <br />23'-0" <br />10'-10" <br />20'-l" <br />T-4" <br />6'-11" <br />28'-6" <br />5311" <br />20'-4" <br />73'-B" <br />A" <br />75'-0" <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />6x6 Wl A.W1.4 OVER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />I TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FW16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#Vs <br />(+)0'-0" <br />FMC-16xl8 <br />16" <br />CONTINUOUS <br />161 <br />- <br />() 's <br />#5 IN CURB <br />VARIES <br />CWC-12X12 <br />17, <br />CONTINUOUS <br />1T <br />(2)#Ss <br />(2)#5's <br />(+)0"-0" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />111 #5's <br />#5 IN CURB <br />F-24x24 <br />24" <br />24" <br />12" <br />(2) 's <br />(2) #5'. <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE + 0'4'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.DINDICATES #5 BAR, MINOICATES #6 BAR,ENDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = <br />30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7lh EDITION <br />A R 6 U IT II: C T t <br />Design <br />Grou ,�a. <br />Wi N. RONALD REAGAN BU <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Pi <br />0 <br />O <br />I� <br />BiJHDIV. Ae IrOT <br />SILVERADO <br />LOT #12 <br />BLK #16 <br />PROJECT* <br />03719.001-12161 <br />MODEU <br />"2558-HAWTHORNE" <br />GARAGE 9MIMG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%15 H EA <br />